Zhuoying Tan, Meifeng Cai, and Xingguang Zhao, Statically accelerated experimental simulation on the deterioration of dynamic strength of rock, J. Univ. Sci. Technol. Beijing, 12(2005), No. 4, pp. 298-302.
Cite this article as:
Zhuoying Tan, Meifeng Cai, and Xingguang Zhao, Statically accelerated experimental simulation on the deterioration of dynamic strength of rock, J. Univ. Sci. Technol. Beijing, 12(2005), No. 4, pp. 298-302.
Zhuoying Tan, Meifeng Cai, and Xingguang Zhao, Statically accelerated experimental simulation on the deterioration of dynamic strength of rock, J. Univ. Sci. Technol. Beijing, 12(2005), No. 4, pp. 298-302.
Citation:
Zhuoying Tan, Meifeng Cai, and Xingguang Zhao, Statically accelerated experimental simulation on the deterioration of dynamic strength of rock, J. Univ. Sci. Technol. Beijing, 12(2005), No. 4, pp. 298-302.
1) Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China
2) State Key Laboratory for High-Efficient Mining and Safety of Metal Mines (University of Science and Technology Beijing), Ministry of Educalion, Beijing 100083, China
3) Schcool of Resource and Environment, Guangxi University, Nanning 530004, China
In order to reveal the strength deterioration law of rock mass under an acidified environment, a series of experiments on strength deterioration and the environmental effect on marble and diabase under the conditions of three kinds of acids (H2SO4, HNO3 and HCl) with three contents (1.0%, 5.0% and 10.0%) in a static fluid surrounding were carried out by single factor simulation. After the stones had been saturated in the above solutions for 90 days, an indoor weathering simulation had been observed for 300 days and its strength characteristics were measured under static/dynamic load and that results were compared with those under the natural condition. It is evident that the strength is emaciated greatly after the stones eroded by the liquids, whether under the static or dynamic load.
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